| REBID |
| ||
| DBE GOAL FED | |||
| Lead Project: 450-10-0134 | |||
| Parish: E BATON ROUGE | |||
| Routes: I-10 | |||
| Description: WASHINGTON STREET - ACADIAN THRUWAY | |||
| Type Const:
clean & reseal joints & cracks, full depth conc pvmt & shoulder patch, roadway reinforcing mesh, milling conc pvmt, superpave acp overlay, and related work | |||
| Estimated Construction Cost: $2,949,612.18 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00046 | BARBER BROS. CONTRACTING CO., L.L.C | $3,690,659.50 |
| 2 | 00481 | COASTAL BRIDGE CO., L.L.C. | $3,808,059.70 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - BARBER BROS. CONTRACTING CO., L.L.C |
- 2 - COASTAL BRIDGE CO., L.L.C. |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 201-01 | clearing & grubbing | lump | LUMP | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | ||||
| 203-07 | borrow (vehicular measurement) | 250 | CUYD | 60.00 | 15,000.00 | 50.00 | 12,500.00 | ||||
| 502-01 | superpave asphaltic concrete | 4,607.4 | TON | 110.00 | 506,814.00 | 150.00 | 691,110.00 | ||||
| 508-01 | asphalt concrete (sma) wearing course | 3,740.5 | TON | 160.00 | 598,480.00 | 200.00 | 748,100.00 | ||||
| 510-01-A | pavement patching (6" minimum thickness) | 132 | SQYD | 100.00 | 13,200.00 | 100.00 | 13,200.00 | ||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
2,403 | LNFT | 6.00 | 14,418.00 | 5.00 | 12,015.00 | ||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
2,141 | LNFT | 8.00 | 17,128.00 | 5.00 | 10,705.00 | ||||
| 602-03 | cleaning and sealing random cracks | 106 | LNFT | 25.00 | 2,650.00 | 20.00 | 2,120.00 | ||||
| 602-05-K-01 | full depth patching of jointed conc pvmt (10" thick) (16.0 sq yds & under) |
717.2 | SQYD | 800.00 | 573,760.00 | 400.00 | 286,880.00 | ||||
| 602-05-K-02 | full depth patching of jointed conc pvmt (10" thick) (16.1-48.0 sq yds) |
246.7 | SQYD | 750.00 | 185,025.00 | 385.00 | 94,979.50 | ||||
| 602-05-K-03 | full depth patching of jointed conc pvmt (10" thick) (48.1 sq yds & over) |
133.4 | SQYD | 700.00 | 93,380.00 | 375.00 | 50,025.00 | ||||
| 702-04-B | adjusting catch basins | 14 | EACH | 3,000.00 | 42,000.00 | 3,000.00 | 42,000.00 | ||||
| 705-06-B | chain link fence (5-foot height) | 850 | LNFT | 40.00 | 34,000.00 | 30.00 | 25,500.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 450,000.00 | 450,000.00 | 500,000.00 | 500,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
3.800 | MILE | 1,000.00 | 3,800.00 | 1,000.00 | 3,800.00 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
3.800 | MILE | 500.00 | 1,900.00 | 700.00 | 2,660.00 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 3.952 | MILE | 1,000.00 | 3,952.00 | 900.00 | 3,556.80 | ||||
| 727-01 | mobilization | lump | LUMP | 360,000.00 | 360,000.00 | 400,000.00 | 400,000.00 | ||||
| 731-02 | reflectorized raised pavement markers | 1,086 | EACH | 7.00 | 7,602.00 | 7.00 | 7,602.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 2.648 | MILE | 3,500.00 | 9,268.00 | 3,500.00 | 9,268.00 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 2.572 | MILE | 1,000.00 | 2,572.00 | 1,200.00 | 3,086.40 | ||||
| 739-01 | hydro-seeding | 0.63 | ACRE | 5,000.00 | 3,150.00 | 6,000.00 | 3,780.00 | ||||
| 740-01 | construction layout | lump | LUMP | 50,000.00 | 50,000.00 | 150,000.00 | 150,000.00 | ||||
| S-001 | dynamic message sign unit | 6 | each | 25,000.00 | 150,000.00 | 22,000.00 | 132,000.00 | ||||
| S-002 | rumble strips (ground-in) | 1.3 | MILE | 5,000.00 | 6,500.00 | 3,500.00 | 4,550.00 | ||||
| S-003 | roadway reinforcing mesh (complete road system) | 29,833 | SQYD | 8.50 | 253,580.50 | 9.00 | 268,497.00 | ||||
| S-004 | cleaning existing catch basins | 20 | EACH | 1,000.00 | 20,000.00 | 1,000.00 | 20,000.00 | ||||
| S-005 | cleaning existing ditches | 2,400 | LNFT | 12.00 | 28,800.00 | 8.00 | 19,200.00 | ||||
| S-006 | milling concrete pavement | 2,818 | SQYD | 35.00 | 98,630.00 | 50.00 | 140,900.00 | ||||
| S-007 | enlarging existing median drain | 1 | EACH | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | ||||
| S-008 | saw cutting portland cement concrete pavement (10" deep) |
2,835 | LNFT | 30.00 | 85,050.00 | 15.00 | 42,525.00 | ||||
| CONTRACTOR TOTAL | 3,690,659.50 | 3,808,059.70 | |||||||||